M/s: S.B Minerals Enterprises. Situated at Village - Pandru, Tehsil- Asind, District Bhilwara. RAJASTHAN.

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1 ENVIRONMENTAL DATA GENERATION REPORT For M/s: S.B Minerals Enterprises. Situated at Village - Pandru, Tehsil- Asind, District Bhilwara. RAJASTHAN. Season: Winter (1 st October 2016 to 31 st December -2016) Sponsor M/s. Enkay Enviro Services Pvt Ltd L-G-6, Lower Ground Floor, Corporate Park, Gopal Bari, Ajmer Road, Jaipur CONDUCTED BY: VISON LABS Analytical Service & Environnemental Consultants Recognized by MoEF&CC, GOI, Sr.no.1680 (E),QCI-NABET,ISO 9001:2008 H.No /37/A, 2 nd Floor, N-mart Building, Opp: R.T.A Office, Musaarambagh, Hyderabad. Tel Fax: , Website: info@visonlabs.com & vison.labs@gmail.com

2 R E P O R T For M/s: S.B Minerals Enterprises. Situated at Village - Pandru, Tehsil- Asind, District Bhilwara. RAJASTHAN. For and behalf of Vison Labs Approved By : T Laxmikanth Reddy Signed : Position : Chief Executive Date : 23 rd January This report has been prepared by Vison Labs with all reasonable skill, care and diligence within the terms of the contract with the client, incorporating our General Terms and Conditions of Business and taking account of the resources devoted to it by agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above. This report is confidential to the client and we accept no responsibility of whatsoever nature to third parties to whom this report, or any part thereof, is made known, any such party relies on the report at their own risk. 2

3 1.0 SCOPE OF WORK M/s. Enkay Enviro Services Pvt Ltd entrusted the job of environmental monitoring, sampling analysis and data generation to M/s Vison Labs, Hyderabad as per EESPL/ADM/WO/002-M/Gen./ /001/VL-000 dated for the postman soon and winter season Monitoring of Meteorological Data, Ambient Air Quality, Water quality, Soil Quality and Ambient Noise Quality measurement are part of the scope of work given to M/s Vison Labs. The environmental monitoring has been carried out at the following locations: A] Meteorological Station at Project Site. N E B] Ambient Air Quality Locations: Location Code Location Name Sample Collection Details Co-ordinates AAQ- 1 Project Site Project Site N E AAQ- 2 Pandru Cheturbaj S/o Chokaji N E AAQ- 3 Bakhta Ka Khera Tilok Gujar S/o Balraj Gujar N E AAQ- 4 Marawara Bhimchodhan S/o Jagadeh N E AAQ- 5 Tiloli Parchendhan S/o Nadaji N E AAQ- 6 Jalriya Veeralal S/o Shee Ram ji N E AAQ- 7 Baddu Ugma Gujar S/o Rama Gujar N E C] Ambient Noise Quality Locations: Location Code Location Name Location Details Co-ordinates N 1 Project Site Project Site N E N 2 Pandru Upvas Kendram N E N 3 Bakhta Ka Khera Baddu Road N E N 4 Marawara Neyr bus Stand N E N 5 Tiloli School N E N 6 Jalriya Pandru Road N E N 7 Baddu Marawara Road N E D] Water Quality Locations: Location Code Location Name Location Details Co-ordinates GW-1 Project Site Project Site N E GW-2 Pandru Ashind Road N E GW-3 Bakhta Ka Khera Raghunathpura Road N E GW-4 Marawara Baddu Road N E GW-5 Tiloli Panru Road Templu N E GW-6 Jalriya Dhulathgad Rood N E GW-7 Baddu Bhakht Ka Khera Road N E SW-1 Asind Bhilwara Road N E E] Soil Quality Locations: Location Code Location Name Co-ordinates S 1 Project Site Project Site N E S 2 Pandru Marawara Road N E S 3 Bakhta Ka Khera Raghunathpura Road N E S 4 Marawara Baddu Road N E S 5 Tiloli Pandru Road N E S 6 Jalriya Raghunathpura Road N E S 7 Baddu Marawara Road N E

4 MONITORING AND ANALYSIS METHODOLOGY The consultant had Pre-identified the monitoring stations for Meteorological Data, Air, Water, Soil and Noise. Time bound program for carrying out fieldwork was prepared and was followed as far as possible. The IS methods are followed to decide the monitoring stations, analysis of different sample and also alternative methods are used, where the cross verification is required, alternative methods are used. Meteorological Data: An auto weather monitoring station was installed during the study period to record various meteorological parameters on hourly basis to understand the wind pattern, Temperature variation, solar insulation and relative humidity variation etc. Ambient Air Quality Monitoring: Fine Particulate Samplers (FPS) has been used for PM 2.5 Sampling. Respirable Dust Samplers (RDS) with gaseous attachment have been used for PM 10 Sampling. RDS with Gaseous attachment assembly is used for the collection of gaseous pollutants such as SO 2 & NO 2. The details of the instrument used for sampling, testing methods are given below: 4

5 Ambient Air monitoring instruments Instrument Make Model No. Range and Sensitivity 2.3 m 3 /hr Respirable Dust Sampler (RDS) M/s. ECO TECH Instruments Pvt. Ltd COMBO- AAS-271 ±0.03 m 3 /min (PM-10) 1.0m 3 /hr (PM 2.5 ) ±0.03 m 3 /min 0 3 LPM ± 0.2 LPM (gases) Testing Method to be followed for Ambient Air Quality Particular Testing Method to be Followed Ambient Air Monitoring Parameters A PM 10 IS-5182 (part 23) 2006 B PM 2.5 RTI(Research Triangle Institute) (Gravimetric Ana Revision-07 Aug ) C SO 2 (Sulfur Dioxide) IS 5182 (Part II) 2001, with Improved West & Gaeke Method D NO 2 ( Oxides of Nitrogen) Modified Jacobs Hochheiser Method / Arsenite Method (IS 5182 Part IV)2011 E Carbon Monoxide NDIR Spectroscopy method Noise Level Measurement Instant sound level meter is used for the collection of data related to noise at an interval of one hour per reading. Noise level for 24 hours was conducted during one week period at pre-decided location. The details of the instrument used for the sampling is mentioned in the separate annexure under the heading of Details of instruments & Apparatus. Noise (Sound) Measuring Instrument Instrument Make Model No. Integrated Sound Level Measurement Instrument Standard Accessories Testing Method to be followed Particular Noise Level in db (A) for A continuous 24 hours at 1 hour interval Water and Soil Quality Survey Instrument Identification Detection Limit HTC SL-1352 EHS/INST/158 Lo 30-80dB Hi dB Testing Method to be Followed IS: , IS:4758,1968 Water samples were collected in Pre-sterilized sampling container. Chemical and Metals analysis was carried out as per standard Methods for water and Surface water Analysis, Published by AWWA, APHA, etc. Quality Assurance VISON LABS is accredited and Recognized by Ministry of Environment & Forests, GOVT. OF INDIA and follows quality systems as per ISO 9001:2008. The QA/QC procedures are laid prior to sample collection and laboratory analysis. It includes the standard procedures of sample collection, preservation, transportation and laboratory analysis with all documented procedures and continuous monitoring of Quality Control Division. Results of Survey Data The Survey results of Meteorological Data, Ambient Air Quality, Ambient Noise Monitoring, Soil and Water Sampling analysis are presented below. 5

6 Meteorological Data Percentage frequencies of wind in 16 directions have been computed from the recorded data during the study period [1 st October to 31 st December 2016] for 24 hourly intervals to plot wind rose. Fig. Represents the summary of the wind pattern is given blow of the study period. The hourly meteorological data recorded is given in Annexure-I. THE SUMMARY OF THE WIND PATTERN S.No Wind Direction Speed m/s >= 2.1 Total Speed m/s 1. N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW Sub-Total 1719 Calms 488 Missing/Incomplete 1 Total 2208 SITE SPECIFIC WIND ROSE The predominant wind direction during this Study period is observed to be blowing all directions Wind speed during this period is 1.63 m/s. Calm wind during this period %. The recorded meteorological data for the study period at project site is given below. Month Temperature ( 0 C) Relative Humidity (%) Rainfall in mm Wind Speed mph Max Min Max Min Max Total Max Min October < 1.0 November < 1.0 December < 1.0 6

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8 Ambient Air Quality Monitoring Tested Results The Ambient Air Quality has been monitored at seven locations as per work order. The tables showing Ambient Air Quality tested Results in three months Postman soon and winter season. Location Name : Project Site (Mine - AAQ-1) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st nd rd th November th th th th December th th th th th Arithmetic mean Maximum Minimum Standard Deviation th percentile

9 Location Name : Pandru (AAQ-2) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st nd rd November th th th th th December th th th th th Arithmetic mean Maximum Minimum Standard Deviation th percentile

10 Location Name : Bakhta Ka Khera (AAQ-3) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st < < nd < rd < November th th < < th < th < < th < December th < < th th th th Arithmetic mean Maximum Minimum < Standard Deviation th percentile

11 Location Name : Marawara (AAQ-4) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st nd rd November th < th th th th December th th th th th Arithmetic mean Maximum Minimum < Standard Deviation th percentile

12 Location Name : Tiloli (AAQ-5) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st nd rd th November th th th th December th th th th th Arithmetic mean Maximum Minimum Standard Deviation th percentile

13 Location Name : Jalriya (AAQ-6) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st nd rd November th th th th December th th th th th th Arithmetic mean Maximum Minimum Standard Deviation th percentile

14 Location Name : Baddu (AAQ-7) Sampling Duration 24 hrs period Date PM 10 PM 2.5 SO 2 NO 2 CO µg/m 3 µg/m 3 µg/m 3 µg/m 3 µg/m 3 Standards 100 max 60 max 80 max 80 max 2000 max October st nd rd th November th th th th December th th th th th Arithmetic mean Maximum Minimum Standard Deviation th percentile

15 Observations: PM 10 : The maximum value for PM 10 observed at Project site 72.5 µg/m 3 and minimum value for PM 10 observed at Marawara (AAQ-4) Village 23.2 µg/m 3. The 24 hours applicable limit for industrial, Residential Rural and Other Areas is 100 µg/m 3. PM 2.5 : The maximum value for PM 2.5 observed at Project site 42.0 µg/m 3 and minimum value for PM 2.5 observed at Marawara (AAQ-4) Village 13.5 µg/m 3. The 24 hours applicable limit for industrial, Residential Rural and Other Areas is 60 µg/m 3. SO 2 : The maximum value for SO 2 observed at Project Site 10.2 µg/m 3 and minimum value for SO 2 observed at Marawara (AAQ-4) and Bakhta Ka Khera (AAQ-3) Village <4.0 µg/m 3. The 24 hours applicable limit for industrial, Residential Rural and Other Areas is 80 µg/m 3. NO 2 : The maximum value for NO 2 observed at Project Site 33.5 µg/m 3 and minimum value for NO 2 observed at Marawara (AAQ-4) Village 8.2 µg/m 3. The 24 hours applicable limit for industrial, Residential Rural and Other Areas is 80 µg/m 3. CO: The maximum value for CO observed at Project Site 1136 µg/m 3 and minimum value for CO observed at Marawara (AAQ-4) Village 386 µg/m 3. The 8 hours applicable limit for Industrial, Residential Rural and other areas is 2000 µg/m 3. Results and Conclusions: The results of the monitored data indicate that the ambient air quality of the region in general is conformity with respect to norms of National Ambient Air Quality standards, at all locations monitored. CHEMICAL CHARACTERIZATION ANALYSIS OF PM 10 Location Name : Project Site Date of Sampling : S.No Characteristics Units Project Site 1. Respirable Particulate Matter (PM 10 ) µg/m Calcium as Ca µg/m Magnesium as Mg µg/m Sodium as Na µg/m Silica as Si µg/m Potassium as K µg/m Chromium as Cr µg/m 3 < Aluminum as Al µg/m 3 < Lead as Pb µg/m 3 < Zinc as Zn µg/m 3 < Iron as Fe µg/m 3 < Nickel as Ni µg/m 3 < Barium as Ba µg/m 3 < Cadmium as Cd µg/m 3 < Mercury as Hg µg/m 3 < Arsenic as As µg/m 3 <

16 AMBIENT AIR QUALITY MONITORING Location : : Project Site (AAQ-1) Date VOC Hydro Carbons(HC) mg/m 3 PPM Methane Non-Methane BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL Arithmetic Mean BDL BDL BDL Maximum BDL BDL BDL Minimum BDL BDL BDL 50 th percentile BDL BDL BDL 98 th percentile BDL BDL BDL Note:- 1. VOC analyzed through VOC Analyzer Model PhoCheck 1000 Handheld PID Detector for VOCs Wide Detection Range : 0.1 to 4000 ppm (BDL is <0.1ppm) 2. HC (Methane & Non- Methane (GC/FID) In view of the use of this detector in methods 101,108 & 130. This expanded discussion is provided here. A Flame Ionization Detector(FID) is a device which incorporate regulated fuel air and sample delivery systems, an internal burner and associated electronics for measuring the ion current produced by species introduced in to the flame. The FID is used to sense and measure small amount of gases organic type components present in the carrier gas stream leaving the column of a gas chromatography(gc) or to monitor methane and / or total hydrocarbon concentrations in ambient air samples. Range & sensitivity: mg/m 3 BDL is < 0.1mg/m 3 16

17 CHEMICAL CHARACTERIZATION ANALYSIS OF PM 10 S.N0 Characteristics Units Values 1. Particulate Matter (PM10) (Project Site) µg/m (1420 m 3 sample Volume) 2. Silica µg/m POLY-AROMATIC HYDROCARBONS (PAH) Minimum Compound (PAH) Detection Limit Result (ug/l) (ug/l) LC Column PAH (HC-ODC SIL-X eq 3. I II Naphthalene Acenaphthalene III Acenaphthene IV Fluorene 0.21 <0.21 GC Column 3% OV-17 Chromosorb A Anthracene (Group Phenanthrene) B Pyrene C Benzo Fluranthene 3.1 < 3.1 D Benao (a) pyrene 4.0 < 4.0 E Fluoranthene 3.0 < 3.0 F Chrysene 4.2 < 4.2 Note: Total PAH observed in the Air Volume are 35.1 µg/l which is represented by actual sample volume of 1420 m 3. The volume of total PAH PM10 works out <0.05 µg/m 3. The above results interpreted in light of the AAQ standards, indicated that the Ambient Air quality of the sampling location was free of PAH contamination at the time of sampling. Noise Monitoring The statistical analysis is done for measured noise levels at Seven locations in the study area. The parameters are analyzed for Leq day and Leq night. The statistical analysis results are given below: AMBIENT NOISE LEVELS IN THE STUDY AREA Sample code.no Location Name Noise Monitoring Date N 1 Project Site N 2 Pandru N 3 Bakhta Ka Khera N 4 Marawara N 5 Tiloli N 6 Jalriya N 7 Baddu

18 Time N-1 N-2 N-3 N-4 N-5 N-6 N-7 Day time Units in Leq db (A) Noon Night time Leq day Leq night L day&night equivalent Observations a) Day Time Noise Levels (Leq day ) The daytime (Leq day ) noise levels are observed to be in the range of db(a) which are within the prescribed limit of 55 db(a). b) Night time Noise Levels (Leq night ) The nighttime (Leq night ) Noise levels are observed to be in the range of db(a) Which are within the prescribed limit of 45 db(a). Ground Water Quality Seven Ground water samples around the project Area was collected and analyzed. The analytical results are given below. Sample code.no Location Name Date of sampling GW-1 Project Site GW-2 Pandru GW-3 Bakhta Ka Khera GW-4 Marawara GW-5 Tiloli GW-6 Jalriya GW-7 Baddu

19 GROUND WATER ANALYSIS RESULTS AS PER IS: Units GW1 GW2 GW3 Sr.No Parameter Requirement (Desirable Limits) Permissible Limits in the Absence of Alternate Source 1 O C NR Color (Hazen units) < 5 < 25 Hazen <01 <01 <01 3 Taste Agreeable - - Agreeable Agreeable Agreeable 4 Odor Unobjectionable - - Unobjecti onable Objection able 5 Conductivity@25 O C S/cm Turbidity (NTU) < 5 < 10 NTU Total Dissolve solids < 500 < 2000 mg/l Objection able 8 Total Hardness as < 200 < 600 mg/l CaCO 3 9 Total Alkalinity < 200 < 600 mg/l Calcium as Ca < 75 < 200 mg/l Magnesium as Mg < 30 < 100 mg/l Residual Chlorine < mg/l <0.02 <0.02 < Boron < 1 < 5 mg/l Chloride as Cl < 250 < 1000 mg/l Sulphate as SO 4 < 200 < 400 mg/l Fluorides as F- < 1.0 < 1.5 mg/l Nitrates as NO 3 < 45 NR mg/l Phenolic Compounds < < mg/l <0.001 <0.001 < Cyanide as CN < 0.05 NR mg/l <0.001 <0.001 < Anionic Detergents < 0.2 < 1.0 mg/l <0.001 <0.001 < Mineral Oil < 0.01 < 0.03 mg/l <0.001 <0.001 < Cadmium as Cd < 0.01 NR mg/l < Arsenic as As < 0.01 NR mg/l <0.001 <0.001 < Copper as Cu < 0.05 < 1.5 mg/l Lead as Pb < 0.05 NR mg/l <0.001 <0.001 < Manganese as Mn < 0.1 < 0.3 mg/l Iron as Fe < 0.3 NR mg/l Chromium as Cr 6+ < 0.05 NR mg/l <0.001 <0.001 < Zinc as Zn < 5 < 15 mg/l Aluminum as Al < 0.03 < 0.2 mg/l <0.001 <0.001 < Mercury as Hg < NR mg/l < < < Selenium as Se < 0.01 NR mg/l < < < Absent/250ml 33 E-coli Absent Absent Not detected Not detected Not detected Absent/250ml 34 Coliform Absent Absent Not detected Not detected Not detected Results & Conclusions It is recommended that the acceptable limit is to be implemented. Values in excess of those mentioned under :acceptable render the water not suitable, but still may be tolerated in the absence of an alternative source but up to the limit indicated under permissible limit in the absence of alternate source in Colum permissible, above which the source will have to be rejected. If E.coli or Total Coliform are detected immediate treatment is require as per IS: (Reaffirmed 2012), 19

20 GROUND WATER ANALYSIS RESULTS AS PER IS: Sr.No Parameter Requirement (Desirable Limits) Permissible Limits in the Absence of Alternate Source Units GW4 GW5 GW6 GW7 1 O C NR Color (Hazen units) < 5 < 25 Hazen <01 <01 <01 <01 3 Taste Agreeable - - Agreeable Agreeable Agreeable Agreeable 4 Odor Unobjectio - - Unobjec Unobjection Unobjec nable tionable able tionable 5 Conductivity@25 O C S/cm Turbidity (NTU) < 5 < 10 NTU Total Dissolve solids < 500 < 2000 mg/l Objectio nable 8 Total Hardness as < 200 < 600 mg/l CaCO 3 9 Total Alkalinity < 200 < 600 mg/l Calcium as Ca < 75 < 200 mg/l Magnesium as Mg < 30 < 100 mg/l Residual Chlorine < mg/l <0.02 <0.02 <0.02 < Boron < 1 < 5 mg/l Chloride as Cl < 250 < 1000 mg/l Sulphate as SO 4 < 200 < 400 mg/l Fluorides as F- < 1.0 < 1.5 mg/l Nitrates as NO 3 < 45 < 100 mg/l Phenolic Compounds < < mg/l <0.001 <0.001 <0.001 < Cyanide as CN < 0.05 NR mg/l <0.001 <0.001 <0.001 < Anionic Detergents < 0.2 < 1.0 mg/l <0.001 <0.001 <0.001 < Mineral Oil < 0.01 < 0.03 mg/l <0.001 <0.001 <0.001 < Cadmium as Cd < 0.01 NR mg/l <0.001 <0.001 <0.001 < Arsenic as As < 0.01 NR mg/l <0.001 <0.001 <0.001 < Copper as Cu < 0.05 < 1.5 mg/l Lead as Pb < 0.05 NR mg/l <0.001 <0.001 <0.001 < Manganese as Mn < 0.1 < 0.3 mg/l <0.001 <0.001 < Iron as Fe < 0.3 < 1.0 mg/l Chromium as Cr 6+ < 0.05 NR mg/l <0.001 <0.001 <0.001 < Zinc as Zn < 5 < 15 mg/l Aluminum as Al < 0.03 < 0.2 mg/l <0.001 <0.001 <0.001 < Mercury as Hg < NR mg/l < < < < Selenium as Se < 0.01 NR mg/l < < < < /250ml 33 E-coli Absent Absent Absent Absent Absent Absent Absent/250ml 34 Coliform Absent Absent Absent Absent Absent Absent Results & Conclusions It is recommended that the acceptable limit is to be implemented. Values in excess of those mentioned under :acceptable render the water not suitable, but still may be tolerated in the absence of an alternative source but up to the limit indicated under permissible limit in the absence of alternate source in Colum permissible, above which the source will have to be rejected. If E.coli or Total Coliform are detected immediate treatment is require as per IS: (Reaffirmed 2012), 20

21 Surface Water Quality As per work Order One Surface water samples in 10 km radius of project Area was collected and analyzed. The analytical results are given below. SURFACE WATER ANALYSIS RESULTS as per IS: Sample code.no Location Name Date of sampling SW-1 Asind Bhilwara Road Sr.No. Parameter Limits as per IS: 2296 ClassC Units SW o C Color (Hazen units) < 300 Hazen 12 3 Taste -- - Agreeable 4 Odor -- - Objectionable 5 Conductivity -- S/cm Turbidity (NTU) -- NTU Total Dissolve solids < 1500 mg/l Total Hardness as CaCO 3 -- mg/l Total Alkalinity -- mg/l Calcium as Ca -- mg/l Magnesium as Mg -- mg/l Residual Chlorine -- mg/l < Boron -- mg/l < Chloride as Cl < 600 mg/l Sulphate as SO 4 < 400 mg/l Fluorides as F - < 1.5 mg/l Nitrates as NO 3 < 50 mg/l Phenolic Compounds < mg/l < Cyanide as CN < 0.05 mg/l < Anionic Detergents < 1 mg/l < Mineral Oil -- mg/l Cadmium as Cd < 0.01 mg/l < Arsenic as As < 0.2 mg/l < Copper as Cu < 1.5 mg/l Lead as Pb < 0.1 mg/l < Manganese as Mn -- mg/l Iron as Fe < 50 mg/l Chromium as Cr 6+ < 0.05 mg/l < Zinc as Zn < 15 mg/l Aluminum as Al -- mg/l < Mercury as Hg -- mg/l < Selenium as Se < 0.05 mg/l < Dissolved Oxygen >4 mg/l Biochemical Oxygen Demand < 3 mg/l 10 ( 5 days at 20 0 C) 35 Chemical Oxygen Demand -- mg/l E-coli Absent /250ml Absent 37 Coliform Organisms < 5000 MPN/ 100 ml Results & Conclusions The results indicates that the Surface Water quality results are exceeding the limits as per IS:

22 2296 Class-C. Soil Quality Seven soil samples around the project Area was collected and analyzed. The analytical results are given in blow. SOIL QUALITY ANALYSIS RESULTS Sample Code.NO Location Name Date of sampling S-1 Project Site S-2 Pandru S-3 Bakhta Ka Khera S-4 Marawara S-5 Tiloli S-6 Jalriya S-7 Baddu S.No PARAMETERES UNITS S-1 S-2 S-3 1 Texture - Sandy Clay Sandy Clay Sandy Clay Sand % Particle size Silt % Distributions Clay % Appearance -- Brown Brown Brown Color Color Color 4. Sodium as Na mg/100grm ph (10% 25 o C o C μmhos/cm Bulk density gram/cc Porosity % v/v Total Organic Matter(TOC) % Nitrogen as N mg/100grm Potassium as K mg/100grm Phosphorus as P mg/100grm Zinc as Zn mg/kg Cadmium as Cd mg/kg <0.01 <0.01 < Chlorides as Cl mg/100grm Alkali Metals mg/kg Permeability Cm/h Water holding capacity % Copper as Cu mg/kg Iron as Fe mg/kg Lithium mg/kg <0.01 <0.01 < Moisture Content % <1.0 <1.0 < Boron as B mg/kg

23 SOIL QUALITY ANALYSIS RESULTS S.No PARAMETERES UNITS S-4 S-5 S-6 S-7 1 Texture - Clay Sandy Clay Clay Sandy Caly Sand % Silt % Clay % Particle size 2. Distributions 3. Appearance -- Brown Color Brown Color Brown Color Brown Color 4. Sodium as Na mg/100grm ph (10% 25 o C o C μmhos/cm Bulk density gram/cc Porosity % v/v Total Organic Matter(TOC) % Nitrogen as N mg/100grm Potassium as K mg/100grm Phosphorus as P mg/100grm Zinc as Zn mg/kg Cadmium as Cd mg/kg <0.01 <0.01 <0.01 < Chlorides as Cl mg/100grm Alkali Metals mg/kg Permeability Cm/h Water holding capacity % Copper as Cu mg/kg Iron as Fe mg/kg Lithium mg/kg <0.01 <0.01 <0.01 < Moisture Content % <1.0 <1.0 <1.0 < Boron as B mg/kg Results & Conclusions The soil analysis results are presented in Table. The result obtained is compared with the standard soil classification given Agriculture Soil Limits. It has been observed that the soils are Sandy clay in texture and neutral in nature. The nutrient and organic matter contents are medium and the soil is normally fertile. 23

24 SOME PHOTO GRAPHS AT THE TIME OF MONITORING 24

25 VISON LABS ACCRIDATIONS MOEF&CC 25

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28 NABL CERTIFICATE EXTENSION IN VALIDITY OF ACCREDITAION LETTER FROM NABL 28

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32 OHSAS CERTIFICATE 32

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